Fleishman_Park_Shade_Structures_Plans_Final_Rev01_DS.pdf

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FORT MYERS, FL 33901

SUITE 200

2121 MCGREGOR BLVD.

HIGHSPANS ENGINEERING, INC.

P.E. LICENSE NUMBER 55460

THOMAS M. WAITS, P.E.

BLEACHER STEEL FRAME DETAILS

DUGOUT STEEL FRAME DETAILS

DRILLED SHAFT DETAILS

BLEACHER SHADE STRUCTURE

DUGOUT SHADE STRUCTURE

SUMMARY OF QUANTITIES

PROJECT LAYOUT

GENERAL NOTES

KEY SHEET

SHEET DESCRIPTION

LOCATION OF PROJECT

LOCATION OF PROJECT

https://maps.app.goo.gl/2xSTEL6dD19kmgzWA

ON ANY ELECTRONIC COPIES.

AND THE SIGNATURE MUST BE VERIFIED

NOT CONSIDERED SIGNED AND SEALED

PRINTED COPIES OF THIS DOCUMENT ARE

ON THE DATE ADJACENT TO THE SEAL

SIGNED AND SEALED BY

THIS ITEM HAS BEEN DIGITALLY

STATE OF

No 55460

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REVISIONS:

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CONTRACT NO.

PROJECT MANAGER:

CITY OF FORT MYERS

SEPTEMBER 2024

FINAL SUBMITTAL

STRUCTURE PLANS

CITY OF FORT MYERS

PUBLIC WORKS DEPARTMENT

SHEET NO.

following website: http://www.fdot.gov/design/standardplans

Standard Plans for Road Construction and associated IRs are available at the

Bridge Construction and applicable Interim Revisions (IRs).

Florida Department of Transportation, FY 2024-25 Standard Plans for Road and http://www.fdot.gov/programmanagement/Implemented/SpecBooks for Road and Bridge Construction at the following website:

Florida Department of Transportation, FY 2024-25 Standard Specifications

EXPRESSWAY

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PENSACOLA FORT WALTON

BEACH

PANAMA

CITY

CHIPLEY

TALLAHASSEE

JACKSONVILLE

ST AUGUSTINE

GAINESVILLE

OCALA DAYTONA BEACH

DELAND

NEW PORT RICHEY

TAMPA

LAKELAND

MELBOURNE -

COCOA

ORLANDO

BARTOWST PETERSBURG

SARASOTA -

BRADENTON

FT PIERCE

FT MYERS

WEST PALM

BEACH

FT LAUDERDALE

MIAMI

NAPLES

KEY WEST

CITY

LAKE

FLO

RID

A'S

BEACH LINE

AYOUB AL-BAHOU, P.E.

ENGINEER OF RECORD:

STRUCTURE PLANS

240039-23

FORT MYERS, FL 33907

1750 MATTHEW DRIVE

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FLEISHMAN PARK IMPROVEMENTSINDEX OF STRUCTURE PLANS

GOVERNING DESIGN STANDARDS:

GOVERNING STANDARD SPECIFICATIONS:

COLONIAL BOULEVARD

1 ADDED NOTESDS10/1/2024

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FORT MYERS, FL 33901

SUITE 200

2121 MCGREGOR BOULEVARD

HIGHSPANS ENGINEERING, INC.

P.E. LICENSE NUMBER 55460

THOMAS M. WAITS, P.E.

GENERAL NOTES

GENERAL NOTES GENERAL NOTES (CONTINUED)

MINIMUM SECTION PROPERTIES FOR ALL COLD-FORMED STEEL SECTIONS ARE AS FOLLOWS:f.

COLOR TO MATCH NEIGHBORING BUILDING AND SHALL SUBMIT COLOR TO EOR FOR APPROVAL.

ROOF SYSTEM SHALL BE 22 GAGE SRS 3-1.5 BY CENTRIA OR EOR APPROVED EQUAL. CONTRACTOR SHALL SELECTe.

EQUIVALENT, AND SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS.

STAY-IN-PLACE FORM SHALL BE 16-GAGE GALVANIZED TYPE 1.5 CDI BY NEW MILLENNIUM, OR ENGINEER APPROVEDd.

Z-PURLINS AND EAVE STRUTS FOR THE FULL BLEACHER ROOF WIDTH OF 24'-6" WITHOUT SPLICES.

MANUFACTURE AND INSTALL STEEL DECK FOR A MINIMUM TWO-SPAN CONDITION. MANUFACTURE AND INSTALLc.

AT 6" O.C., UNLESS OTHERWISE NOTED.

RECOMMENDATIONS AND FASTENER PATTERN NOTED ON PLANS. FASTEN ROOF FLASHING TO ROOF EDGE SUPPORT

FASTEN STANDING SEAM ROOF PANEL DECK TO PURLINS AND EAVE STRUTS FOLLOWING MANUFACTURER'Sb.

STAY-IN-PLACE FORMS, AND POUR STOPS SHALL BE ASTM A653 GRADE 33 WITH A G90 PROTECTIVE ZINC COATING.

COLD-FORMED STEEL FOR ROOF Z-PURLINS, DOUBLE-SLOPE EAVE STRUTS, STANDING SEAM ROOF PANELS,a.

COLD-FORMED STEEL2.

DAMAGED DURING SHIPPING / INSTALLATION.

INCLUDE A MINIMUM OF 2 TOPCOATS, AND A RUST-INHIBITING PRIMER. TOUCH UP ANY COATING AREA EXPOSED OR

WITH THE FDOT SPECIFICATIONS SECTION 560: " COATING NEW STRUCTURAL STEEL." COATING SYSTEM SHALL

ASTM D6386. STEEL FRAME IS TO RECEIVE A SHOP-APPLIED, UV-RESISTANT COATING SYSTEM IN ACCORDANCE

AFTER FABRICATION AND GALVANIZING STEEL FRAME SHALL BE PREPARED FOR PAINTING IN ACCORDANCE WITHd.

SPECIFICATIONS SECTION 562.

GALVANIZED. DAMAGED GALVANIZING SHALL BE TOUCHED UP IN ACCORDANCE WITH FDOT STANDARD

IN ACCORDANCE WITH AWS D1.1 STRUCTURAL WELDING CODE. AFTER WELDING, STEEL FRAMES SHALL BE HOT-DIP

MATERIALS PRIOR TO WELDING. UTILIZE QUALIFIED WELDERS, WELD PROCEDURES, AND INSPECTION PERSONNEL

AMERICAN WELDING SOCIETY. USE E70 SERIES ELECTRODES, AND REMOVE GALVANIZING OR PRIMER FROM

WELDING OPERATIONS MUST BE CONDUCTED IN ACCORDANCE WITH AWS D1.1 STRUCTURAL WELDING CODE BY THEc.

GALVANIZING.

REQUIRED FOR GALVANIZING ARE TO BE INCLUDED IN SHOP DRAWINGS AND SHALL BE PLUGGED AFTER

MATCHING OPEN-ENDED SHAPE. DRAIN HOLES ARE TO BE PROVIDED AS SHOWN IN THE PLANS. ADDITIONAL HOLES

SEAL ALL OPEN ENDED HSS MEMBERS WITH 1/8" PLATE SEAL-WELDED ALL AROUND WITH FILLETS AT CORNERSb.

SHALL BE ASTM A500 GRADE B FOR HSS SECTIONS AND ASTM A36 FOR STEEL PLATES.

STRUCTURAL STEEL FOR STEEL FRAME IS TO BE HOT-DIP GALVANIZED IN ACCORDANCE WITH ASTM A123 ANDa.

STRUCTURAL STEEL1.

MATERIALSG.

UTILITIES: NO ALLOWANCE FOR UTILITY LOADS HAS BEEN INCLUDED IN THIS DESIGN.4.

WIND LOAD: BASIC WIND SPEED = 176 MPH, CAT. IV, EXP. C3.

LIVE ROOF LOAD: 20 PSF2.

STRUCTURAL STEEL: 490 PCF

REINFORCED CONCRETE: 150 PCF

DEAD LOADS:1.

DESIGN LOADINGSF.

ALLOWABLE STRESS DESIGN (ASD) METHOD EXCLUSIVELY FOR FOUNDATION STABILITY.2.

LOAD AND RESISTANCE FACTOR DESIGN (LRFD) METHOD USING STRENGTH AND SERVICE LIMIT STATES.1.

DESIGN METHODOLOGYE.

OTHERWISE NOTED.

ALL DIMENSIONS IN THESE PLANS ARE MEASURED IN FEET EITHER HORIZONTALLY OR VERTICALLY UNLESS2.

DO NOT SCALE DRAWINGS FOR DIMENSIONS NOT GIVEN.1.

DRAWINGS AND DIMENSIONSD.

VERTICAL DATUM: N/AC.

BY CONTRACT DOCUMENTS.

APPENDED HEREIN, AND FY 2024-25 STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, AS AMENDED

FLORIDA DEPARTMENT OF TRANSPORTATION, FY 2024-25 STANDARD PLANS AND REVISED INDEX DRAWINGS AS

GOVERNING STANDARDS AND CONSTRUCTION SPECIFICATIONSB.

2016 EDITION.

AISI S100-16 NORTH AMERICAN SPECIFICATION FOR THE DESIGN OF COLD-FORMED STEEL STRUCTURAL MEMBERS,5.

AISC STEEL CONSTRUCTION MANUAL, 15TH ED. (2017).4.

ACI 318-19 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE AND COMMENTARY, 2019 EDITION.3.

ASCE/SEI 7-22 MINIMUM DESIGN LOADS AND ASSOCIATED CRITERIA FOR BUILDINGS AND OTHER STRUCTURES. 2.

FLORIDA BUILDING CODE - BUILDING, 8TH EDITION (2023).1.

DESIGN SPECIFICATIONSA.

PRIOR TO INSTALLATION. STEEL FRAME SHALL BE COATED GREEN TO MATCH OF EXISTING BUILDING COLUMNS.

APPROVAL. APPLY WHITE MATCHING EXISTING BUILDING ROOF TO ALL STANDING SEAM ROOF PANELS AND ROOF FLASHING

CONTRACTOR SHALL SELECT COLORS TO MATCH EXISTING CONCESSION BUILDING AND SUBMIT COLORS TO EOR FOR

AESTHETICSO.

SCHEDULE PRIOR TO START.

ANTICIPATE AND COORDINATE CONSTRUCTION STOP WORKS WITH THE CITY OF FORT MYERS AND SHALL PROVIDE A WORK

PARK WILL BE UNAVAILABLE FOR CONSTRUCTION ACTIVITIES DURING CERTAIN SPORT SEASONS. THE CONTRACTOR SHALL

HOURS WITH CITY OF FORT MYERS OFFICIALS IN ORDER TO AVOID CONFLICTS WITH NORMAL PARK ACTIVITIES. THE

CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ACTIVITIES SUCH AS DELIVERIES, STORAGE, PARKING, AND WORK

COORDINATIONN.

SITE ACCESS WILL BE RESTRICTED AND SUBJECT TO OWNER'S SECURITY PROCEDURES.5.

WORK HOURS: COORDINATE WITH THE OWNER.4.

STORAGE IS NECESSARY, OBTAIN AND PAY FOR SUCH STORAGE OFF SITE.

MATERIALS AND LOCATION OF STORAGE TO AREAS IN THE IMMEDIATE VICINITY OF THE WORK. IF ADDITIONAL

DO NOT UNREASONABLY ENCUMBER THE SITE WITH MATERIALS OR EQUIPMENT AND CONFINE STOCKPILING OF3.

ENGAGED IN PROJECT CONSTRUCTION.

BEYOND AREAS ON WHICH WORK IS INDICATED ARE NOT TO BE DISTURBED. CONFORM TO SITE RULES WHILE

CONFINE OPERATIONS AT THE SITE TO THE AREAS PERMITTED UNDER THE CONTRACT. PORTIONS OF THE SITE2.

OF THE EXISTING BUILDINGS AND FACILITIES THROUGHOUT CONSTRUCTION.

LIMIT THE USE OF THE PREMISES TO ACTIVITIES DESIGNATED IN THE PLANS AND ALLOW FOR OWNER OCCUPANCY1.

USE OF THE PREMISESM.

BE REPLACED WHICH SHALL INCLUDE TWELVE DUGOUT SHADE STRUCTURES AND TEN BLEACHER SHADE STRUCTURES.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR DEMOLITION AND DISPOSAL OF ALL EXISTING SHADE STRUCTURES TO

REMOVAL OF EXISTING STRUCTURESL.

CONSTRUCTION JOINTS OR ALTERATIONS TO THOSE SHOWN SHALL REQUIRE APPROVAL OF THE ENGINEER.

CONSTRUCTION JOINTS WILL BE PERMITTED ONLY AT THE LOCATIONS INDICATED IN THE PLANS. ADDITIONAL

JOINTS IN CONCRETEK.

APPLIED.

STANDARD SECTION 522. C.I.P. ROOFS SHALL BE FINISHED SMOOTH AND SHALL HAVE A RUBBERIZED ROOF COATING

APPLY BROOM SURFACE FINISH TO THE TOP SURFACE OF ALL C.I.P. SLABS AND C.I.P. DRILLED SHAFTS PER FDOT

CONCRETE FINISH COATINGJ.

CONSTRUCTION.

RELEVANT UTILITY LOCATIONS AND COORDINATE RELOCATIONS AS NEEDED WITH CITY OF FORT MYERS PRIOR TO

ALL KNOWN UTILITIES ARE IRRIGATION AND MINOR ELECTRIC UNDERGROUND LINES. CONTRACTOR SHALL VERIFY ALL

UTILITIESI.

ACHIEVE A NUT ROTATION OF 1/6 TURN. ALL OTHER BOLTS SHALL BE SNUG TIGHT.

THE FLAT SURFACE OF NUT AND A CORRESPONDING MARK ON THE BASE PLATE OF EACH BOLT, AND TURN NUT TO

TIGHT POSITION, MARK REFERENCE POSITION OF EACH NUT IN A SNUG TIGHT POSITION WITH A SUITABLE MARK ON

BASE PLATE BOLTS SHALL BE INSTALLED USING THE TURN-OF-THE-NUT METHOD. TIGHTEN THE NUTS TO A SNUG1.

BOLT INSTALLATIONH.

CENTERLINE OF BAR EXCEPT WHERE CLEAR DIMENSION IS NOTED TO FACE OF CONCRETE.

TOLERANCES. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING STEEL ARE TO

TOLERANCES UNLESS SHOWN AS "MINIMUM COVER". SEE SPECIFICATIONS SECTION 415 FOR ALLOWABLE

CONCRETE COVER DIMENSIONS SHOWN IN THE PLANS DO NOT INCLUDE PLACEMENT AND FABRICATION*

ALL CAST IN PLACE CONCRETE SHALL USE TYPE II CEMENT.c.

STRUCTURAL GROUT SHALL BE IN ACCORDANCE WITH FDOT STANDARD SPECIFICATIONS 934.b.

ALL CONCRETE SHALL BE IN ACCORDANCE WITH FDOT STANDARD SPECIFICATIONS 346.a.

CONCRETE5.

C.I.P. ROOF, SLAB ON GRADE, AND DRILLED SHAFTS: ASTM A615, GRADE 60 CARBON STEELa.

REINFORCING MATERIALS4.

PLATE WASHERS: ASTM A36 (2 PER BOLT)e.

NUTS: ASTM A563 GRADE A HEAVY-HEX (5 PER ANCHOR BOLT)d.

OTHER BOLTS: ASTM A307 GRADE Ac.

ANCHOR BOLTS: ASTM F1554 GRADE 55b.

OTHERWISE NOTED.

ALL BOLTS, NUTS, AND WASHERS SHALL BE HOT-DIPPED GALVANIZED IN ACCORDANCE WITH ASTM F2329, UNLESSa.

BOLT ASSEMBLIES3.

CONCRETE CLASS

COMPRESSIVE STRENGTH (PSI)

MIN. 28-DAY

IN STRUCTURE

LOCATION OF CONCRETE

II 3,400 C.I.P. ROOF

IV (DRILLED SHAFT) 4,000 C.I.P. DRILLED SHAFT

SLUMP (IN)

TARGET

3 ±1

±12

COVER (IN) *

CONCRETE

II 3,400 SLAB ON GRADE 2

3 ±1 3

RLP 4/24

TMW 4/24

TMW 4/24

RLP 4/24

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SHEET TITLE:

PROJECT NAME:

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CHECKED BY:

DESIGNED BY:

CHECKED BY:

ROAD NO. COUNTY CITY PROJECT NO.

REVISIONS

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SECTION LOCATION

(in)

DEPTH

(in)

WIDTH

GAGE

(in3)

Sp

(in3)

Sn

Z-PURLIN BLEACHER 4" 2½" 14 1.029 -

C-CHANNEL EAVE STRUT * BLEACHER 4" 2½" 14 0.952 -

C-CHANNEL EDGE BEAM BLEACHER 4" 2½" 14 0.952 -

STANDING SEAM ROOF PANEL ** BLEACHER 3" - 22 0.123 0.094

STAY-IN-PLACE FORM ** DUGOUT 1½" - 16 0.390 0.395

POUR STOP DUGOUT 3½" SEE DETAILS 10 - -

* EAVE STRUT SHALL BE FABRICATED WITH A HIGH/LOW DOUBLE-SLOPE 2:12 PITCH.

** Sp AND Sn VALUES ARE PER FOOT OF WIDTH.

FLEISHMAN PARK IMPROVEMENTS

1 ADDED BORINGSSDS10/1/2024

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2121 MCGREGOR BOULEVARD

HIGHSPANS ENGINEERING, INC.

P.E. LICENSE NUMBER 55460

THOMAS M. WAITS, P.E.

PROJECT LAYOUT

MATTHEW DRIVE

AS DETAILED HEREIN.

ALL TWELVE DUGOUT ROOFS LABELED IN THE PLAN VIEW SHALL BE REPLACED2.

AS DETAILED HEREIN.

ALL TEN BLEACHER ROOFS LABELED IN THE PLAN VIEW SHALL BE REPLACED1.

NOTES:

LEGEND

- APPROXIMATE HAND AUGER BORING LOCATION

CB - CONCESSION BUILDING

- DUGOUT ROOF (SEE NOTE 2)DR

- BLEACHER ROOF (SEE NOTE 1)BR

- SOFTBALL FIELDSOF

- BASEBALL FIELDBSB

SOF-06

DR11

DR12

BSB-01BSB-03

BSB-02

SOF-04

SOF-05

DR9

DR10

DR8

BR8

DR7

BR7

DR2

BR2

BR1

DR1

DR3

BR3

BR4

DR4

DR7

DR6

BR6

BR5

DR5

APPROX. PROPERTY BOUNDARY

BR9

BR10

CB

B-3

B-4

B-1

B-2

RLP 4/24

TMW 4/24

TMW 4/24

RLP 4/24

REF. DWG. NO.

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HIGHSPANS ENGINEERING, INC.

P.E. LICENSE NUMBER 55460

THOMAS M. WAITS, P.E.

SUMMARY OF QUANTITIES

DUGOUT AND BLEACHER ROOF QUANTITIES ARE FOR BIDDING PURPOSES ONLY.

NOTE:

RLP 4/24

TMW 4/24

TMW 4/24

RLP 4/24

REF. DWG. NO.

SHEET NO.

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CHECKED BY:

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DUGOUT ROOF TABLE OF QUANTITIES

I.D.

TYPE

PER STRUCT.

NUMBER OF FRAMES PLAN AREA CONC. ROOF VOL. CONC. FND. VOL. EST. WT. PER FRAME

(SEE PLAN VIEWS) (SF) (CF) (CF) (LB)

DR1 1 5 336.0 73.2 171.8 405

DR2 1 5 336.0 73.2 171.8 405

DR3 1 5 336.0 73.2 171.8 405

DR4 1 5 336.0 73.2 171.8 405

DR5 1 5 336.0 73.2 171.8 405

DR6 1 5 336.0 73.2 171.8 405

DR7 2 7 443.6 96.0 240.5 405

DR8 2 7 443.6 96.0 240.5 405

DR9 1 5 336.0 73.2 171.8 405

DR10 1 5 336.0 73.2 171.8 405

DR11 1 5 336.0 73.2 171.8 405

DR12 1 5 336.0 73.2 171.8 405

BLEACHER ROOF TABLE OF QUANTITIES

I.D.

PER STRUCT.

NUMBER OF FRAMES PLAN AREA ROOF AREA EST. EAVE STRUT LENGTH EST. EDGE BEAM LENGTH EST. PURLIN LENGTH CONC. FND. VOL. EST. FRAME WT.

(SF) (SF) (LF) (LF) (LF) (CF) (LB)

BR1 4 392.0 397.4 49.0 32.4 122.5 216.0 924

BR2 4 392.0 397.4 49.0 32.4 122.5 216.0 924

BR3 4 392.0 397.4 49.0 32.4 122.5 216.0 924

BR4 4 392.0 397.4 49.0 32.4 122.5 216.0 924

BR5 4 392.0 397.4 49.0 32.4 122.5 216.0 924

BR6 4 392.0 397.4 49.0 32.4 122.5 216.0 924

BR7 4 392.0 397.4 49.0 32.4 122.5 216.0 924

BR8 4 392.0 397.4 49.0 32.4 122.5 216.0 924

BR9 4 392.0 397.4 49.0 32.4 122.5 216.0 924

BR10 4 392.0 397.4 49.0 32.4 122.5 216.0 924

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2121 MCGREGOR BOULEVARD

HIGHSPANS ENGINEERING, INC.

P.E. LICENSE NUMBER 55460

THOMAS M. WAITS, P.E.

DUGOUT SHADE STRUCTURE

ELEVATION VIEW

LINK FENCE

EXISTING CHAIN

EXPANSION JOINT. SUBMIT PRODUCTS TO EOR FOR APPROVAL.

THE EXPANSION JOINT ABOVE AND BELOW THE WATERSTOP. NO REINFORCEMENT SHALL EXTEND ACROSS THE

RECOMMENDATIONS. 1/2" THICK PREFORMED JOINT FILLER CONFORMING TO ASTM D8139 SHALL BE USED TO COMPLETE

EQUAL SHALL BE EMBEDDED MID-HEIGHT IN THE EXPANSION JOINT IN ACCORDANCE WITH MANUFACTURER'S

BE CENTERED ON A 2" THICK SECTION OF CONCRETE. A SIKA GREENSTREAK #701 WATERSTOP OR EOR APPROVED

4. A CONTINUOUS EXPANSION JOINT SHALL BE PROVIDED ALONG THE LENGTH OF THE ROOF AS SHOWN. THE JOINT SHALL

CLEARANCE TO STEEL FRAME. ALL CHAIN-LINK EXTENSION MATERIALS SHALL MATCH EXISTING.

REPLACED TO MATCH EXTENDED FRONT POSTS. POST EXTENSIONS SHALL BE FIELD CUT TO PROVIDE 1" OF

THE TWO FRONT POSTS SHALL HAVE AN EXTENSION SPLICED AND THE TWO 6'-0" PANELS OF CHAIN-LINK SHALL BE

1 THROUGH 10, EXISTING CHAIN-LINK WALL SHALL BE EXTENDED HIGHER AS SHOWN. FOR EACH OF THESE DUGOUTS, FOR DUGOUTS 11 AND 12, NO CHAIN-LINK WALL EXISTS, AND THE EXISTING CMU WALL HEIGHT IS 6'-0". FOR DUGOUTS3.

SHALL BE TAKEN TO AVOID POSSIBILITY OF WATER PONDING.

CURING WITH TUNDRA SILICONE RUBBERIZED WHITE ROOF COATING BY KOOL SEAL OR EOR APPROVED EQUAL. CARE

THROUGHOUT WITH A MINIMUM COVER OF 1". CONCRETE SHALL BE FINISHED SMOOTH AND SHALL BE COATED AFTER

PROPOSED CONCRETE ROOF SHALL BE CAST 2" THICK AND SHALL HAVE 6x6xW1.4xW1.4 WELDED WIRE FABRIC2.

DRILLED SHAFT DETAIL SHEET.

TO BE SAW-CUT AND REMOVED AS NEEDED TO ALLOW INSTALLATION OF DRILLED SHAFT ADJACENT TO CMU WALL. SEE

DRILLED SHAFT SHALL BE FINISHED FLUSH WITH EXISTING CONCRETE SLAB. MINIMAL EXISTING CONCRETE SLAB IS1.

NOTE:

DR 1-12 (SEE NOTE 3)

PLAN VIEW (TYPE 1)

PROPOSED SHADE ROOF

LINK FENCE

EXISTING CHAIN

DR 1-6 & DR 9-12

PLAN VIEW (TYPE 2)

DR 7-8

LINK FENCE

EXISTING CHAIN

PROPOSED SHADE ROOF

42'-0"

32'-0"

" (TYP.)4

7'-5

FRAME (TYP.)

STRUCTURAL STEEL

FRAME (TYP.)

PROPOSED STEEL

SHAFT (TYP.)

PROPOSED DRILLED

SHAFT (TYP.)

PROPOSED DRILLED

CHAIN LINK WALL

EXISTING CMU AND

CHAIN LINK WALL

EXISTING CMU AND

"2

1'-129'-9""2

1'-1

"2

1'-139'-9""2

1'-1

6'-0"

(SEE NOTE 3)

CHAIN-LINK WALL

EXISTING

SLAB

CONCRETE

EXISTING

(SEE NOTE 3)

CMU WALL

EXISTING COLUMN

STEEL

FORMS (SEE NOTE 2)

STAY-IN-PLACE DECK

CONCRETE ROOF WITH

10'-6"

(TYP.)

STEEL BRACE

(SEE NOTE 1)

SHAFT

DRILLED

STEEL CANTILEVER

EXTENSION (SEE NOTE 3)

PROPOSED CHAIN-LINK WALL

"4

10"16

1'-2

1'-3"

4'-8"

JOINT (SEE NOTE 4)

CONCRETE EXPANSION

30'-0"

" (TYP.)2

6'-7

RLP 4/24

TMW 4/24

TMW 4/24

RLP 4/24

REF. DWG. NO.

SHEET NO.

SHEET TITLE:

PROJECT NAME:

DRAWN BY:

CHECKED BY:

DESIGNED BY:

CHECKED BY:

ROAD NO. COUNTY CITY PROJECT NO.

REVISIONS

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FORT MYERS, FL 33901

SUITE 200

2121 MCGREGOR BOULEVARD

HIGHSPANS ENGINEERING, INC.

P.E. LICENSE NUMBER 55460

THOMAS M. WAITS, P.E.

BLEACHER SHADE STRUCTURE

LINK FENCE

EXISTING CHAIN

SLAB

CONCRETE

EXISTING

STEEL COLUMN

ROOF PANELS (SEE NOTE 5)

STRUCTURAL STEEL STANDING SEAM

"2

16'-02'-0"

(SEE NOTE 3)

BLEACHERS

EXISTING

FRAME (TYP.)

STRUCTURAL STEEL

24'-6"

ROOF (SEE NOTE 4)

PROPOSED SHADE

LINK FENCE

EXISTING CHAIN

FOUNDATION (TYP.)

DRILLED SHAFT

LOCATION

BLEACHER

PROPOSED

(SEE NOTE 1)

DRILLED SHAFT

ELEVATION VIEW

SUBMITTED TO EOR FOR APPROVAL.

ROOFING FELT SHALL BE APPLIED TO TOP SURFACE. SEALANT STAIN AND ROOFING FELT PRODUCT SHALL BE

INSTALATION OF PLYWOOD FASTENERS, SEALANT STAIN SHALL BE APPLIED ON ALL SURFACES OF THE PLYWOOD, AND

BE FASTENED TO ALL PURLINS WITH SIMPSON STRONG-TIE PPHDQ134 #10 SCREWS AT 6" O.C. SPACING. AFTER

JOIN EDGES PER MANUFACTURER'S RECOMMENDATIONS WITH A MAXIMUM CLIP SPACING OF 1'-0" O.C. PLYWOOD SHALL

THAT DO NOT TERMINATE DIRECTLY OVER STEEL PURLINS SHALL UTILIZE SIMPSON STRONG-TIE PSCL3/4 CLIPS TO

PLYWOOD PANELS SHALL BE AB MARINE GRADE PRESSURE-TREATED FIR PLYWOOD PER ASTM 2559. ALL PANEL EDGES6.

HEX HEAD TYPE "A" SCREWS SHALL BE USED TO ANCHOR TO PLYWOOD.

HEX HEAD TYPE "AB" SELF TAPPING SCREWS SHALL BE USED TO ANCHOR CLIPS TO PURLINS. OTHERWISE, #14-10x3/4

TWO FASTENERS SHALL BE USED PER CLIP AND ALL FASTENERS SHALL BE ZINC-PLATED CARBON STEEL. #1/4-14x1

ANCHOR CLIPS SHALL BE SPACED AT 1'-6" O.C. MAX AND SHALL BE PLACED AT EVERY PURLIN-SEAM INTERSECTION.

ANCHOR CLIPS SHALL BE INSTALLED IN THE STANDING SEAMS PER THE MANUFACTURER'S RECOMMENDATIONS.5.

LOCATIONS OF THE PROPOSED STRUCTURES FOR APPROVAL BY EOR.

FENCE. PRIOR TO REMOVAL OF THE EXISTING STRUCTURES, CONTRACTOR SHALL SUBMIT PLAN SHOWING DIMENSIONED

CENTERED ON THE EXISTING SHADE STRUCTURE FOUNDATIONS IN THE DIRECTION PARALLEL TO THE CHAIN-LINK

PROPOSED SHADE STRUCTURE IS TO BE DISTANCED FROM EXISTING CHAIN-LINK FENCE AS SHOWN AND SHALL BE4.

ANCHORS SHALL BE EMPLOYED WITH A MINIMUM DIAMETER AND LENGTH OF 1/2" AND 6", RESPECTIVELY.

AT A MINIMUM, FOUR EPOXYANCHORED TO CONCRETE SLAB WITH EPOXY ANCHORS MATCHING EXISTING SIZES.

EXISTING BLEACHERS SHALL BE RELOCATED DURING CONSTRUCTION TO THE PROPOSED LOCATION SHOWN AND3.

HOLES IN BOTTOM FLANGE AT IT'S LOWEST POINT @ 24" O.C. TO PREVENT MOISTURE RETENTION.

ORIENT PURLINS WITH BOTTOM FLANGE DOWN SLOPE. FOR ALL PURLINS AND EAVE STRUTS, PROVIDE 1/4" Ø DRAIN2.

SEE DRILLED SHAFT DETAIL SHEET.REMOVED SHALL BE RECAST AFTER DRILLED SHAFT INSTALLATION.

IS TO BE SAW-CUT AND REMOVED AS NEEDED TO ALLOW INSTALLATION OF DRILLED SHAFT. ANY EXCESS SLAB

MINIMAL EXISTING CONCRETE SLABDRILLED SHAFT SHALL BE FINISHED FLUSH WITH EXISTING CONCRETE SLAB. 1.

NOTE:

"2

3'-2

STEEL CANTILEVER

(SEE NOTE 2)

Z-PURLINS

STEEL BRACE (TYP.)

ROOF FRAMING PLAN

BR 1-10

"16

2'-18'-9"4'-0"

(SEE NOTE 2)

EAVE STRUT

1'-0"7'-6"7'-6"7'-6"1'-0"

(TYP.)

STEEL Z PURLIN

SYSTEM (SEE NOTE 5)

STANDING SEAM ROOFING

(SEE NOTE 6)

" PLYWOOD PANELS4

EAVE STRUT (TYP.)

STEEL C-CHANNEL

EDGE BEAM (TYP.)

STEEL C-CHANNEL

RLP 4/24

TMW 4/24

TMW 4/24

RLP 4/24

REF. DWG. NO.

SHEET NO.

SHEET TITLE:

PROJECT NAME:

DRAWN BY:

CHECKED BY:

DESIGNED BY:

CHECKED BY:

ROAD NO. COUNTY CITY PROJECT NO.

REVISIONS

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TABLE, ADDED NOTES

REVISED QUANTITIES, ADDED BORING

SDS10/1/2024

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FORT MYERS, FL 33901

SUITE 200

2121 MCGREGOR BOULEVARD

HIGHSPANS ENGINEERING, INC.

P.E. LICENSE NUMBER 55460

THOMAS M. WAITS, P.E.

C

O V

E R

(T O

P

WASHER (TYP.)

DOUBLE NUT WITH

& � COLUMN

� DRILLED SHAFT

'DB'

COLUMN

BASE PLATE

(SEE NOTE 2)

GROUT PAD

'D A

S H

A F

T L

E N

G T

H

(SEE NOTE 1 & 3)

" � ANCHOR BOLTS8

4" COVER

(TYP.)

EQUALLY SPACED

'RB' # 'RA' BARS

FOUNDATION ELEVATION

(SEE DRILLED SHAFT DATA TABLE FOR VARIABLES)

FOUNDATION PLAN

DRILLED SHAFT

CENTER OF

'DB'

SHAFT DIAMETER

2'-0" LAP (MIN.)

(TYP.)

EQUALLY SPACED

'RB' # 'RA' BARS

#4 TIE BARS

BASE PLATE CONNECTION PLAN

AND COLUMN

SHAFT, BASE PLATE,

CENTER OF DRILLED

ANCHOR BOLTS

� COLUMN AND

EDGE OF FOUNDATION

COLUMN

BASE PLATE

EDGE OF (SEE NOTE 1 & 3)

" � ANCHOR BOLTS8

DRILLED SHAFT DETAILS

AFTER DRILLED SHAFT CONSTRUCTION, SLAB SHALL BE RECAST TO FULL DEPTH OF SURROUNDING SLAB.

CONTRACTOR SHALL REMOVE AND DISPOSE A MINIMAL AREA OF SLAB ON GRADE AS REQUIRED AT LOCATIONS OF PROPOSED DRILLED SHAFTS.6.

TO AVOID COLLAPSE.

THE WATER TABLE MAY VARY SEASONALLY AND BE FOUND AT SHALLOW DEPTHS. THE CONTRACTOR SHOULD ASSUME CASING MAY BE REQUIRED5

ACHIEVE REQUIRED DEPTH.

DUE TO SHALLOW LIMESTONE PRESENCE IN GEOLOGIC AREA CONTRACTOR SHOULD ASSUME DRILLING THROUGH ROCK MAY BE REQUIRED TO4.

POURED AT THE SAME TIME SO THAT TEMPLATE AND ANCHOR BOLTS CAN BE INSTALLED AND ADJUSTED PRIOR TO CONCRETE CURING.

ANCHOR BOLTS SHALL MATCH THE BASE PLATE DIMENSIONS AND OVERALL SPACING. EACH STRUCTURE SHALL HAVE ALL DRILLED SHAFTS BE ONE CONTINUOUS CONSTRUCT THAT HOLDS ALL ANCHOR BOLTS IN PLACE DURING CONCRETE CURING. HOLES IN THE TEMPLATE FOR THE TO ENSURE CORRECT ALIGNMENT OF ANCHOR BOLTS, A TEMPORARY TEMPLATE SHALL BE USED DURING CONSTRUCTION. THIS TEMPLATE SHALL3.

MANUFACTURER'S RECOMMENDATIONS.

DIRT AND DEBRIS. INSTALL SELF-CONSOLIDATING STRUCTURAL GROUT PAD IN ACCORDANCE WITH FDOT SPECIFICATIONS 934 AND WITH STRUCTURAL GROUT AS SHOWN. PRIOR TO GROUT INSTALLATION, FLUSH THE TOP OF THE DRILLED SHAFT WITH WATER TO REMOVE ANY AFTER TIGHTENING OF THE BASE PLATE BOLT ASSEMBLIES, THE VOID BETWEEN THE BASE PLATE AND THE DRILLED SHAFT SHALL BE FILLED2.

MATCH FRAME COLOR.

NOTES. INDIVIDUAL NUT COVERS SHALL BE PROVIDED TO EACH BASE PLATE BOLT MADE FROM GALVANIZED STEEL AND SHOP-PAINTED TO THE RETAINER NUTS AND THEN THE ANCHOR NUTS SHALL BE TIGHTENED USING THE TURN-OF-THE-NUT METHOD DEFINED IN THE GENERAL

3/8" AWAY THE DRILLED SHAFT. UPON ADJUSTING THE LEVELING NUTS TO THEIR FINAL CONDITION,-WITH THE BASE PLATE AND LESS THAN 1 LEVELING NUTS SHALL BE ADJUSTED SO THAT FRAME IS IN PROPOSED ORIENTATION, AND LEVELING NUTS SHALL ALL BE IN SOLID CONTACT1.

NOTES:

"8

1"

T

IE

B A

R S

T

IE

B A

R S

R E

M A

IN

IN

G

S

P A

C E

S

S P

A C

E S

M A

X

RLP 4/24

TMW 4/24

TMW 4/24

RLP 4/24

REF. DWG. NO.

SHEET NO.

SHEET TITLE:

PROJECT NAME:

DRAWN BY:

CHECKED BY:

DESIGNED BY:

CHECKED BY:

ROAD NO. COUNTY CITY PROJECT NO.

REVISIONS

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HAND AUGER BORING TABLES

Location : B-1 (SEE PROJECT LAYOUT SHEET)

Elevation (Approximate): +20 Feet

Depth From (Feet) Depth To (Feet) Soil Description Soil Classification (USCS)

0.0 2.5 Dark brown fine sand with silt SP-SM

2.5 5.0 Brown fine silty sand SM

5.0 6.5 Light brown fine sand with trace shell SP

6.5 8.5 Brown fine sand with silt SP-SM

8.5 + Hole caving, possible water table No sample collected

Location : B-2 (SEE PROJECT LAYOUT SHEET)

Elevation (Approximate): +20 Feet

Depth From (Feet) Depth To (Feet) Soil Description Soil Classification (USCS)

0.0 2.5 Dark brown fine sand with silt SP-SM

2.5 9.5 Light brown fine sand with trace shell SP

9.5 + Hole caving, possible water table No sample collected

Location : B-3 (SEE PROJECT LAYOUT SHEET)

Elevation (Approximate): +20 Feet

Depth From (Feet) Depth To (Feet) Soil Description Soil Classification (USCS)

0.0 0.5 Dark brown fine sand with silt SP-SM

0.5 4.5 Brown fine sand with trace shell SP

4.5 5.0 White fine sand SP

5.0 + Hand auger refusal, possible rocky stratum or limestone No sample collected

Location : B-4 (SEE PROJECT LAYOUT SHEET)

Elevation (Approximate): +20 Feet

Depth From (Feet) Depth To (Feet) Soil Description Soil Classification (USCS)

0.0 1.0 Light brown fine sand SP

1.0 8.0 Dark brown fine sand with trace shell and trace roots SP

8.0 + Hole caving, possible water table No sample collected

DRILLED SHAFT DATA TABLE

LOCATION

(ft)

DA

(ft)

DB

RA RB

DRILLED SHAFTS

QUANTITY OF

DUGOUT 7 2.5 9 8 64

BLEACHER 11 2.5 9 8 40

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FORT MYERS, FL 33901

SUITE 200

2121 MCGREGOR BOULEVARD

HIGHSPANS ENGINEERING, INC.

P.E. LICENSE NUMBER 55460

THOMAS M. WAITS, P.E.

DUGOUT STEEL FRAME DETAILS

DUGOUT STEEL FRAME

W.P.

PLT.

x2

WELD DETAIL

SEE BRACE TO HSS

PLT.

x2

H

S S x x

SEE GENERAL NOTES)

ENDED MEMBERS (TYP.,

PLATE SEAL-WELD OPEN

PLATE DETAIL

SEE DUGOUT BASEBRACE TO HSS WELD DETAIL

SECTION A-A

8"

"2

10 (SEE NOTE 6)

STIFFENER PLT.

CONNECTION TO

SLOTTED HSS

" BASE PLATE THK.4

DUGOUT BASE PLATE DETAIL

TO STIFFENER PLT.

SLOTTED CONNECTION

W/ 16

HSS 6x3x

" STIFFENER PLT.2

"x2

IN BASE PLATE (TYP.)

INDICATED LOCATIONS

" HOLE AT4

PROVIDE 1

" BASE PLATE THK.4

CONNECTION

AT SLOTTED

6"

" PLT.8

"x2

EACH HSS MEMBER

CENTERED ON

PLACE BRACE PLT.

AA

2""2

82"

° 4

"16

111'-2

"16 19'-5

"16

"8 51'-2

CONNECTION DETAIL

DUGOUT COLUMN

"8

"8

"4

HSS COLUMN

(2 PER FRAME)

SIDE OF CONNECTION

" STL. PLT. ON EA.8

HSS CANTILEVER

6"

CONNECTION DETAIL

SEE DUGOUT COLUMN

1-12 @ 12" O.C.

" � HOLE8

1 1-12

1L2x2x

5HSS 6x3x

CONNECTION DETAIL

DUGOUT ROOF

DUGOUT ROOF CANTILEVER END DETAIL

DUGOUT ROOF OVERHANG DETAIL

WELDING OF THE HSS SECTION.

DURING FABRICATION, ALL STIFFENER PLATE TO BASE PLATE WELDS SHALL BE COMPLETED PRIOR TO ADDITION AND6.

5. CLEAR SILICONE CAULK IS TO BE USED TO SEAL ALL SEAMS BETWEEN HSS SECTIONS.

AWAY FROM THE EDGE AS SHOWN IN DUGOUT ROOF OVERHANG DETAIL.

4. EXTERIOR STEEL FRAMES SHALL BE FABRICATED SO THAT L2x2x1/8 SECTION IS ON THE HSS 4x3x1/4 SIDE THAT IS

MANUFACTURER'S RECOMMENDATIONS.

CENTERED OVER HSS SECTION. ALL BUTT JOINTS SHALL BE ACCOMPLISHED IN ACCORDANCE WITH ALL S.I.P. FORM

3. IF S.I.P. DECK FORMS REQUIRE SPLICES TO ACHIEVE REQUIRED LENGTH, BUTT JOINTS SHALL BE USED AND SHALL BE FLAT HEAD CONCRETE SCREWS @ 6" SPACING O.C. (MAX). APPLY COOL-SEAL COATING TO TOP OF ROOF PER GENERAL NOTES.

FASTEN THE FLASHING TO CONCRETE AND SIDE OF POUR STOP WITH EPOXY SEALANT AND 3/16" x 1-1/4” TAPCON STAR2.

FREE OF GREASE AND DEBRIS. FILL SAW CUTS WITH RAPID CURE SILICONE AND INSTALL FLASHING.

EARLY ENTRY SAW CUTTING IS REQUIRED PER FDOT SPECIFICATIONS SECTION 400-9.7. SAW CUTS SHALL BE CLEAN AND1.

NOTES:

.5

1'-0" OVERHANG

5HSS 6x3x

(SEE NOTE 4)8

1L 2x2x

" � BOLTS @ 12" O.C.4

S.I.P. FORMS W/ END CAP

")2 1(1'-5"x3

10 GAGE POUR STOP

VERTICAL HEIGHT)

EDGE FLASHING (6" MIN.

24 GAGE Z-SHAPE DRIP

POUR STOP (SEE NOTE 2)

TO CONCRETE AND

FASTEN THE FLASHING

HOOKED BARS @ 12" O.C.

2'-0" #3 STANDARD 180-DEG

6x6xW1.4xW1.4 WWF

" SAW CUT (SEE NOTE 1)2

1L 2x2x

5HSS 6x3x

POUR STOP AT EACH FRAME

BOLTED CONNECTIONS FOR

PROVIDE A MINIMUM OF TWO

(SEE NOTE 1)

" SAW CUT2

S.I.P. FORMS

VERTICAL HEIGHT)

EDGE FLASHING (6" MIN.

24 GAGE Z-SHAPE DRIP

POUR STOP (SEE NOTE 2)

TO CONCRETE AND

FASTEN THE FLASHING

")2 1STOP (1'-5"x3

10 GAGE POUR

AT BOTTOM END OF HSS

" � DRAIN HOLE2

1PROVIDE

AT BOTH SIDES OF HSS

" � DRAIN HOLE2

1PROVIDE

HSS 6x3x

"8

1'-4

SEE NOTE 5

RLP 4/24

TMW 4/24

TMW 4/24

RLP 4/24

REF. DWG. NO.

SHEET NO.

SHEET TITLE:

PROJECT NAME:

DRAWN BY:

CHECKED BY:

DESIGNED BY:

CHECKED BY:

ROAD NO. COUNTY CITY PROJECT NO.

REVISIONS

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FORT MYERS, FL 33901

SUITE 200

2121 MCGREGOR BOULEVARD

HIGHSPANS ENGINEERING, INC.

P.E. LICENSE NUMBER 55460

THOMAS M. WAITS, P.E.

BLEACHER STEEL FRAME DETAILS

BLEACHER STEEL FRAME

HSS 6x5x

W.P.

PLT.4

5x

PLT.4

5x

H S

S x x

PLATE DETAIL

SEE BLEACHER BASE

BRACE TO HSS WELD DETAIL

3" "2

8 3"

A

TO STIFFENER PLT.

SLOTTED CONNECTION

W/8

HSS 9x5x" STIFFENER PLT.2

"x2

1'-1

IN BASE PLATE (TYP.)

INDICATED LOCATIONS

" HOLE AT4

PROVIDE 1

1" BASE PLATE THK.

5CONNECTION

AT SLOTTED 16

10"

"2

1'-1

STIFFENER PLT. (SEE NOTE 2)

SLOTTED HSS CONNECTION TO

1" BASE PLATE THK.

9"

CLEAR SILICONE CAULK IS TO BE USED TO SEAL ALL SEAMS BETWEEN HSS SECTIONS. 3.

COMPLETED PRIOR TO ADDITION AND WELDING OF THE HSS SECTION.

DURING FABRICATION, ALL STIFFENER PLATE TO BASE PLATE WELDS SHALL BE2.

SEAM ROOF PANEL MANUFACTURER'S RECOMMENDATIONS.

ALL DRIP EDGE FLASHING SHALL BE MANUFACTURED AND INSTALLED PER STANDING1.

NOTES:

BLEACHER ROOF CANTILEVER END DETAIL

/ EAVE STRUT CONNECTION DETAIL

BLEACHER ROOF OVERHANG AND Z-PURLIN

SECTION A-A

BLEACHER BASE PLATE DETAIL

.5

1'-11"

"4 12'-8

"2

"2

"8

'-2

° 45°

6 SP. @ ±2'-8¼" = 16'-1½" (CLEAT/BRACKET)

DETAIL

CONNECTION

COLUMN

BLEACHER

SEE

STRUT ORIENTATION.

CLEAT. MATCH EAVE

"x3"x3" SINGLE4

PLT.4

5x

EACH HSS MEMBER

CENTERED ON

PLACE BRACE PLT.

A

1" MIN.

OVERHANG

STRUTS @ 6" O.C. MAX.

PANELS AND EAVE

FASTEN TO ROOF

SEE NOTE 1

EAVE STRUTS @ 6" O.C. MAX.

FASTEN TO ROOF PANELS AND

VERTICAL HEIGHT)

EDGE FLASHING (9" MIN.

24 GAGE Z-SHAPE DRIP

HSS 6x5x

STRUT (TYP.)

DOUBLE SLOPE EAVE

TO FIT AROUND PURLINS

FLANGE LIPS AS NECESSARY

EDGE 4" C-PURLIN, TRIM

1'-0"

HSS 6x5x

Z-PURLIN OR EAVE STRUT

CONTINUOUS 24'-6"

SEE NOTE 1

" � BOLTS (TYP.)8

3W/

ANGLE BRACKET 4

1OR L3x3x

"x3"x3" SINGLE CLEAT4

STRUT TO C-PURLIN CONNECTION (TYP.)

LEGS) AT EACH Z-PURLIN & EAVE

14 GAGE ANGLE PLATE (3" HEIGHT, 3"

VERTICAL HEIGHT)

EDGE FLASHING (9" MIN.

24 GAGE Z-SHAPE DRIP

CONNECTION DETAIL

BLEACHER COLUMN

"16 31 "16

31"8

9"

HSS COLUMN

CONNECTION (2 PER FRAME)

" STL. PLT ON EA. SIDE OF2

HSS CANTILEVER

"2 13'-0

13'-1"

CONNECTION (TYP.)

BRACKET FOR Z PURLIN

ANGLE4

13x3x3" LONG L

SEE NOTE 3

ON EACH LEG

ZINC-COATED SCREWS

2-#14x1" SELF-DRILLING

ON BOTH SIDES OF HSS

" � DRAIN HOLES2

1 PROVIDE

RLP 4/24

TMW 4/24

TMW 4/24

RLP 4/24

REF. DWG. NO.

SHEET NO.

SHEET TITLE:

PROJECT NAME:

DRAWN BY:

CHECKED BY:

DESIGNED BY:

CHECKED BY:

ROAD NO. COUNTY CITY PROJECT NO.

REVISIONS

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